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A dilatometer test was conducted in a sand deposit ata depth of 6 m. The groundwater table was located at a depth of 2 m below the ground surface. Given, for the sand: 3.29 - 14.5 kN/m3 and Yat 19.8 kN/m3. The contact stress during the test was 260 kN/m2. Estimate the soil friction angle, ф".

Question
A dilatometer test was conducted in a sand deposit ata
depth of 6 m. The groundwater table was located at a depth
of 2 m below the ground surface. Given, for the sand:
3.29
- 14.5 kN/m3 and Yat 19.8 kN/m3. The contact stress
during the test was 260 kN/m2. Estimate the soil friction
angle, ф".
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A dilatometer test was conducted in a sand deposit ata depth of 6 m. The groundwater table was located at a depth of 2 m below the ground surface. Given, for the sand: 3.29 - 14.5 kN/m3 and Yat 19.8 kN/m3. The contact stress during the test was 260 kN/m2. Estimate the soil friction angle, ф".

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Tagged in

Engineering

Civil Engineering

Geotechnical Engineering

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